Bridge Statistics for Rib Mountain, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 518ft / 158mTotal length
- $6,956,000Total costs
- 435,590Total average daily traffic
- 7,553Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rib Mountain
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 162000-2009
- Bridge Condition - Superstructure
- 50.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 10.0%Satisfactory
- 10.0%Fair
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Structure Number: B370113, Location: 2.9M E JCT CTH KK (Lat: 44.897253, Lng: -89.629392), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 730 (year 2019), Average Future Daily Traffic: 805 (year 2036), Design Load: H 20, Features Intersected: STH 29, Facility Carried by Structure: LRD SUNRISE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B370113, Location: 2.9M E JCT CTH KK (Lat: 44.897253, Lng: -89.629392), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 730 (year 2019), Average Future Daily Traffic: 805 (year 2036), Design Load: H 20, Features Intersected: STH 29, Facility Carried by Structure: LRD SUNRISE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B370335, Location: 0.6M N JCT CTH NN (Lat: 44.939817, Lng: -89.655039), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 48.14m (157.94ft), Average Daily Traffic: 16,560 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 18,216 (year 2039), Design Load: HS 20, Features Intersected: BIG RIB RIVER, Facility Carried by Structure: CTH N (17TH AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 40.0m (131.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370335, Location: 0.6M N JCT CTH NN (Lat: 44.939817, Lng: -89.655039), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 48.14m (157.94ft), Average Daily Traffic: 16,560 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 18,216 (year 2039), Design Load: HS 20, Features Intersected: BIG RIB RIVER, Facility Carried by Structure: CTH N (17TH AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 40.0m (131.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370337, Location: 1.4M W JCT BUS 51 (Lat: 44.893250, Lng: -89.640472), Route carried "on" structure: Ramp US 51, Year Built: 2006, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 3,900 (year 2019), Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: USH 51 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 69.8m (229.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370337, Location: 1.4M W JCT BUS 51 (Lat: 44.893250, Lng: -89.640472), Route carried "on" structure: Ramp US 51, Year Built: 2006, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 3,900 (year 2019), Average Future Daily Traffic: 5,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: USH 51 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 69.8m (229.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370338, Location: 1.25M S JCT N (Lat: 44.896361, Lng: -89.637917), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 26,100 (year 2019), Average Future Daily Traffic: 25,100 (year 2037), Design Load: HS 20, Features Intersected: STH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370338, Location: 1.25M S JCT N (Lat: 44.896361, Lng: -89.637917), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 26,100 (year 2019), Average Future Daily Traffic: 25,100 (year 2037), Design Load: HS 20, Features Intersected: STH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370339, Location: 1.05M S JCT CTH N (Lat: 44.897194, Lng: -89.641056), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 12.66m (41.54ft), Average Daily Traffic: 26,100 (year 2019), Average Future Daily Traffic: 25,100 (year 2039), Design Load: HS 20, Features Intersected: USH 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370339, Location: 1.05M S JCT CTH N (Lat: 44.897194, Lng: -89.641056), Route carried "on" structure: State highway 29, Year Built: 2006, Status: Open, Structure Length: 12.66m (41.54ft), Average Daily Traffic: 26,100 (year 2019), Average Future Daily Traffic: 25,100 (year 2039), Design Load: HS 20, Features Intersected: USH 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370341, Location: AT N (Lat: 44.911478, Lng: -89.650953), Route carried "on" structure: US 51, Year Built: 2005, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 54,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 98,950 (year 2039), Design Load: HS 20, Features Intersected: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370341, Location: AT N (Lat: 44.911478, Lng: -89.650953), Route carried "on" structure: US 51, Year Built: 2005, Status: Open, Structure Length: 6.53m (21.42ft), Average Daily Traffic: 54,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 98,950 (year 2039), Design Load: HS 20, Features Intersected: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370342, Location: 0.4 MI. N JCT CTH N (Lat: 44.930628, Lng: -89.664011), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 8.39m (27.53ft), Average Daily Traffic: 2,800 (year 2019), Average Future Daily Traffic: 2,130 (year 2037), Design Load: HS 20, Features Intersected: IH39/USH51, Facility Carried by Structure: LRD ROBIN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $939,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,409,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370342, Location: 0.4 MI. N JCT CTH N (Lat: 44.930628, Lng: -89.664011), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 8.39m (27.53ft), Average Daily Traffic: 2,800 (year 2019), Average Future Daily Traffic: 2,130 (year 2037), Design Load: HS 20, Features Intersected: IH39/USH51, Facility Carried by Structure: LRD ROBIN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $939,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,409,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370343, Location: 0.3 MI N. CTH N (Lat: 44.933000, Lng: -89.665000), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 7,800 (year 2019), Average Future Daily Traffic: 23,000 (year 2037), Design Load: HS 20, Features Intersected: USH 51 NB-STH29, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B370343, Location: 0.3 MI N. CTH N (Lat: 44.933000, Lng: -89.665000), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 7,800 (year 2019), Average Future Daily Traffic: 23,000 (year 2037), Design Load: HS 20, Features Intersected: USH 51 NB-STH29, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B3703600002, Location: 1.8M N OF RIB MOUNTAIN DR (Lat: 44.952111, Lng: -89.667194), Route carried "on" structure: Ramp US 51, Year Built: 2008, Status: Open, Structure Length: 22.74m (74.61ft), Average Daily Traffic: 3,500 (year 2019), Average Future Daily Traffic: 10,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: USH51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 71.0m (232.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.20m (76.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,698,000, Roadway Improvement Cost: $369,000, Total Project Cost: $5,547,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B3703600002, Location: 1.8M N OF RIB MOUNTAIN DR (Lat: 44.952111, Lng: -89.667194), Route carried "on" structure: Ramp US 51, Year Built: 2008, Status: Open, Structure Length: 22.74m (74.61ft), Average Daily Traffic: 3,500 (year 2019), Average Future Daily Traffic: 10,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: USH51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 71.0m (232.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.20m (76.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,698,000, Roadway Improvement Cost: $369,000, Total Project Cost: $5,547,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B3703600003, Location: 1.8M N OF RIB MOUNTAIN DR (Lat: 44.950472, Lng: -89.665917), Route carried "on" structure: Ramp US , Year Built: 2008, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 3,500 (year 2019), Average Future Daily Traffic: 10,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: LAND, Facility Carried by Structure: USH 51 NB TO 29 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B3703600003, Location: 1.8M N OF RIB MOUNTAIN DR (Lat: 44.950472, Lng: -89.665917), Route carried "on" structure: Ramp US , Year Built: 2008, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 3,500 (year 2019), Average Future Daily Traffic: 10,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: LAND, Facility Carried by Structure: USH 51 NB TO 29 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B370113, Location: 1.1M E JCT USH 51 TO S (Lat: 44.897253, Lng: -89.629392), Route carried "under" structure: State highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 37,800 (year 2019), Truck Traffic: 1%, Features Intersected: STH 29, Facility Carried by Structure: LRD SUNRISE LN
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: B370113, Location: 1.1M E JCT USH 51 TO S (Lat: 44.897253, Lng: -89.629392), Route carried "under" structure: State highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 37,800 (year 2019), Truck Traffic: 1%, Features Intersected: STH 29, Facility Carried by Structure: LRD SUNRISE LN
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: B370337, Location: AT 29 (Lat: 44.893250, Lng: -89.640472), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 54,900 (year 2019), Features Intersected: USH 51 NB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.8m (229.0ft)
Structure Number: B370337, Location: AT 29 (Lat: 44.893250, Lng: -89.640472), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 54,900 (year 2019), Features Intersected: USH 51 NB
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.8m (229.0ft)
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Structure Number: B370338, Location: AT INTERSECTION (Lat: 44.896361, Lng: -89.637917), Route carried "under" structure: State highway 29, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Features Intersected: STH 29
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: B370338, Location: AT INTERSECTION (Lat: 44.896361, Lng: -89.637917), Route carried "under" structure: State highway 29, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2019), Features Intersected: STH 29
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: B370339, Location: AT STH29 (Lat: 44.897194, Lng: -89.641056), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 54,900 (year 2019), Features Intersected: USH 51, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: B370339, Location: AT STH29 (Lat: 44.897194, Lng: -89.641056), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 54,900 (year 2019), Features Intersected: USH 51, Facility Carried by Structure: STH 29 EB
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: B37034, Location: AT USH51 (Lat: 44.911458, Lng: -89.650428), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2019), Truck Traffic: 5%, Features Intersected: CTH N, Facility Carried by Structure: USH 51NB/STH 29
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: B37034, Location: AT USH51 (Lat: 44.911458, Lng: -89.650428), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2019), Truck Traffic: 5%, Features Intersected: CTH N, Facility Carried by Structure: USH 51NB/STH 29
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: B370341, Location: AT USH51 (Lat: 44.911478, Lng: -89.650953), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2019), Truck Traffic: 5%, Features Intersected: CTH N, Facility Carried by Structure: USH 51SB/STH 29
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: B370341, Location: AT USH51 (Lat: 44.911478, Lng: -89.650953), Route carried "under" structure: County highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2019), Truck Traffic: 5%, Features Intersected: CTH N, Facility Carried by Structure: USH 51SB/STH 29
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: B370342, Location: 0.4 MI. N JCT CTH N (Lat: 44.930628, Lng: -89.664011), Route carried "under" structure: Interstate 39, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 49,400 (year 2019), Features Intersected: IH39/USH51, Facility Carried by Structure: LRD ROBIN LANE
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: B370342, Location: 0.4 MI. N JCT CTH N (Lat: 44.930628, Lng: -89.664011), Route carried "under" structure: Interstate 39, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 49,400 (year 2019), Features Intersected: IH39/USH51, Facility Carried by Structure: LRD ROBIN LANE
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: B370343, Location: 0.3 MI N. CTH N (Lat: 44.933000, Lng: -89.665000), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 49,400 (year 2019), Features Intersected: USH 51 NB-STH29, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: B370343, Location: 0.3 MI N. CTH N (Lat: 44.933000, Lng: -89.665000), Route carried "under" structure: US 51, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 49,400 (year 2019), Features Intersected: USH 51 NB-STH29, Facility Carried by Structure: CTH NN
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)